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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹82.5 CrAdmitted-Finance | ₹82.5 Cr | L1 | Admitted-Finance |
| 2 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
| 3 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
| 4 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
| Sl No | Description | Qty | Unit | M/S Shree Karni traders L1 |
|---|---|---|---|---|
| 1.00 | Construction of Bench Mark muttam of size 30x30x75 cms in cement concrete (1:3:6) with 750 mm long 25x25x4mm. MS angle iron embedded including cost of material, curing, transportation and fixing at site with all leads and lifts complete | 161 | Each | 325 ₹52,325 |
| 2.00 | Uprooting Juli Flora/ sarkanda, pahari kikar or arrows upto 0.50m depth below ground level | 2,67,552 | Per m² | 4 ₹10.7 L |
| 3.10 | Earth work excavation in ordinary soil for Main Canal and Branches having discharge 10 Cumecs and above ; Earth work undressed combined lead up to 50M. | 3,20,567.12 | Per Cum | 55 ₹1.8 Cr |
| 3.20 | Extra for slush or daldal that will support man's weight | 2,66,581.76 | Per Cum | 9 ₹24.0 L |
| 3.30 | Earth work excavation in ordinary soil for Main Canal and Branches having discharge 10 Cumecs and above ; Kassi work undressed | 3,39,085.44 | Per Cum | 45 ₹1.5 Cr |
| 4.00 | Add Extra for Carraige of Earth (over earthwork excavation ) additional lead upto 1 Km.katchha | 3,39,085.44 | Per Cum | 51 ₹1.7 Cr |
| 5.00 | Add extra for earth taken from private land, land to be arranged by the contractor through private negotiations. Item applicable on certification by Ex. En. that no earth is available within canal boundary.for command area. | 1,16,365.78 | Per Cum | 21 ₹24.4 L |
| 6.00 | Extra on earthwork for laying in 15 to 25 cm layears including dressing and watering as per specifications (Water to be made available by the department at one place of work site) | 3,09,417.5 | Per m³ | 9 ₹27.8 L |
| 7.00 | Compaction of earthwork by mechanically operated Vibro-Compactor/ any other mechanical means to attain a density 95% of maximum dry density. | 3,09,417.5 | Per m³ | 40 ₹1.2 Cr |
| 8.00 | De-watering by tractor 35 to 45 HP fitted with local; burma size 8"-10" dia vertical/horizontal type complete with all accessories. | 2,161.93 | Per Hr | 425 ₹9.2 L |
Tender Value
₹75.3 Cr
EMD Value
₹1.5 Cr
Closing Date
22 Dec 2022, 6:00 pmClosed
Project Director PMU(RWSRPD) and Chief Engineer
Office of the Project Director PMU(RWSRPD) and Chief Engineer Water Resources(North) Hanumangarh
Renovation and modernization of Suratgarh Branch from RD 115.500 to 195.00 (Package 212)
2022_WRDAS_306101_6
PMU_NIB_01_2022-23
Open Tender
Civil Works
600 days
Sriganganagar District
As per bid documents
3 documents required · 3 mandatory
₹10,000
Executive Engineer WR SOG-Ist
₹1.5 Cr
Yes
Hanumangarh
6 Feb 2023
23 Nov 2022
23 Dec 2022
23 Nov 2022
22 Dec 2022
23 Nov 2022
23 Nov 2022 - 10 Dec 2022
6 Dec 2022
Amount
Construction of Bench Mark muttam of size 30x30x75 cms in cement concrete (1:3:6) with 750 mm long 25x25x4mm. MS angle iron embedded including cost of material, curing, transportation and fixing at site with all leads and lifts complete
Uprooting Juli Flora/ sarkanda, pahari kikar or arrows upto 0.50m depth below ground level
Earth work excavation in ordinary soil for Main Canal and Branches having discharge 10 Cumecs and above ; Earth work undressed combined lead up to 50M.
Extra for slush or daldal that will support man's weight
Earth work excavation in ordinary soil for Main Canal and Branches having discharge 10 Cumecs and above ; Kassi work undressed
Add Extra for Carraige of Earth (over earthwork excavation ) additional lead upto 1 Km.katchha
Add extra for earth taken from private land, land to be arranged by the contractor through private negotiations. Item applicable on certification by Ex. En. that no earth is available within canal boundary.for command area.
Extra on earthwork for laying in 15 to 25 cm layears including dressing and watering as per specifications (Water to be made available by the department at one place of work site)
Compaction of earthwork by mechanically operated Vibro-Compactor/ any other mechanical means to attain a density 95% of maximum dry density.
De-watering by tractor 35 to 45 HP fitted with local; burma size 8"-10" dia vertical/horizontal type complete with all accessories.
Dismantling upto 1.50M in foundation and/or 1.50M above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material within a lead of 1000m. Dismantling brick/tile work.In cement mortar
Dismantling single tile lining including disposal of material.
Silt clearance/removal of blown sand/berm unloading undressed with combined lead up to 50M for lined canal section for FSD more than 1.0M up to 2.0M. Assuming average 8' width and 5' height as triangular section.
Dressing of dowel in addition to payment for dressed earth work if top width of dowel is less than 1.0m
Dressing of bed for preparation of sub grade for lining including removal of irregularities up to 7.50cm depth.
Rubbing and clearing the surface of existing Brick/tile lining to be used as subgrade both in bed and side slopes by means of wire brushes, water / air applied under pressure through nozzle to get rid of dirt, sand etc. deposited on it, complete in all respect, as per specifications and the instructions of the engineer incharge for preparation of surface.
Providing, Laying and spreding 0f HDPE geomembrane confirming to IS Specification, on subgrade including jointing andcost of jointing matrial. HDPE 300 Micron
Providing & laying 10 Cms thick Cement concrete lining, cast in situ M-15 grade (minimum cement content 322 kg per cum of concrete) ( 1cement: 2 Bajri: 4 Grit (Graded coarse aggregate 20 mm nominal size)) including use of machenical mixer, formwork & vibrator, applying primer confirming to IS :3384 in panel side,finishing etc. as per specification complete in all respect including cost of primer. In Bed, including, pumping, scafflding, curing, composite weight batching, trasit mixer, admixture and paver
Providing & laying 10 Cms thick Cement concrete lining, cast in situ M-15 grade (minimum cement content 322 kg per cum of concrete) ( 1cement: 2 Bajri: 4 Grit (Graded coarse aggregate 20 mm nominal size)) including use of machenical mixer, formwork & vibrator, applying primer confirming to IS :3384 in panel side,finishing etc. as per specification complete in all respect including cost of primer. In side slope, including, pumping, scafflding, curing, composite weight batching, trasit mixer, admixture and paver
Add extra over items of cement plaster/cement concrete/cc lining/ cc flooring or RCC for providing and fixing dry angular synthetic fibre 6/12 mm long -3S @ 0.25% (125 gram per 50 kg of cement) or in ratio of as specified by manufacturer specification and direction of Engineer Incharge with all leads and lifts.
Providing and Laying , in position cement concrete for canal dowel including curing compaction & cost of centering, shuttering inM15 CC 1:2:4 (1 Cement : 2 Coarse aggregate : 4 graded stone aggregate 20mm nominal size)
Earhtwork in excavation for foundation of structure complete with all llift,dewatering,shoringand shuttering etc. including refilling of trenches in 250mm layers,ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305 .
3.1 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). Cum 3847.00
5.1 Brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth with bricks 5.1.1 Cement mortar 1 : 4 (1 cement : 4 coarse sand) Cum. 4469.00 .
12.30 Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand) : 12.30.2 Raised and cut pointing Sqm 133.00
Recovery of bricks/tiles bats of clinkers at site (350 nos. Brick bats @ Rs 1500 per 1000 nos)
Temporary compensation for the land with crop i.e. for six month period.
Supply of informatory reflective sign boards out of 2mm thick MS sheet, stove enamelled paint as per IRC-67 (Latest revision) fixed on angle iron of size 65X65X6mm of 3m long. 600X800mm with size of square of 400mm
S & F in position precast RCC stone (M-15 mix) of standard RCC design including finishing in cement sand mortar 1:3, painting with enamel paint, printing letters and numerals etc complete (MoRTH specification clause : 800) GUIDE STONE (RD Stone)
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